LOCAL ROAD over UPPER IOWA RIVER
Map
Coordinates:
+43.41111, -91.8916743°24'40" N, 91°53'30" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | LOCAL ROAD over UPPER IOWA RIVER |
| Structure number: | 000000000348840 |
| Location: | 0990910 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 100.1 ft. [30.5 m] |
| Total length: | 248.0 ft. [75.6 m] |
| Roadway width between curbs: | 15.1 ft. [4.6 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Vertical clearance above deck: | 11.8 ft. [3.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1924 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2001] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 31.7 tons [28.8 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 28.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $396,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 1993] |
| Truck traffic: | 14% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 31.7 tons [28.8 metric tons] |
| Inventory rating: | 19.8 tons [18.0 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 46.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $396,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 45 [as of 1984] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 22.2 tons [20.2 metric tons] |
| Inventory rating: | 13.6 tons [12.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 48.2 |
| Estimated cost of work: | $396,000 |